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<br />TABLE 3
<br />FLOOD FREQUENCY - ELEVATION AND DISCHARGE DATA
<br />ROARING FORK RIVER, EAGLE & PITKIN COUNTIES, COLORADO
<br />
<br /> 10-Year Flood 50-Year Flood 100-Year Flood 500-Year Flood
<br />Reference Stationing Reference Streambed Water Surface Peak Water Surface Peak Water Surface Peak Water Surface Peak
<br />Section from County Line Location Elevation Elevation Discharge Elevation Discharge Elevation Discharge Elevation Discharge
<br />Number (feet) (feet) (feet) (ets) (feet) (cfs) (feet) (cfs) (feet) (efs)
<br />56 219+11 6525.13 6533.41 7,100 6534.51 9 AOO 6534.94 10AOO 6536,58 14,300
<br />58 223+53 6524.49 6535,57 7,100 6536.74 9AOO 6537,22 10AOO 6538.98 14,300
<br />60 231+83 6531.40 6537.62 7,100 6538.47 9AOO 6538.71 10AOO 6540,23 14,300
<br />62 239+98 6539.35 6546.57 7,100 6547.13 9 AOO 6547.30 10AOO 6548.01 14,300
<br />64 249+52 6541 .90 6550,50 7,100 6551 .22 9 AOO 6551.53 10AOO 6552.57 14,300
<br />66 256+52 6553.30 6558.34 7,100 6558.86 9AOO 6559.05 10AOO 6559,76 14,300
<br />68 261+78 6557,06 6561.52 7,100 6562.16 9 AOO 6562.42 1 0 AOO 6563.31 14,300
<br />70 267+38 6559,00 6565.21 7,100 6565,73 9AOO 6565.92 10AOO 6566.67 14,300
<br />71 270+68 6563.00 6568.92 7,100 6569,55 9AOO 6569,73 10,400 6570.29 14,300
<br />72.5 274+78 6566.00 6571.51 7,100 6572.18 9 AOO 6572,46 1 0 AOO 6573.50 14,300
<br />73 276+38 6567.00 6572.58 7,100 6572.96 9 AOO 6573.09 10AOO 6573.56 14,300
<br />75 283+58 6573.40 6579,23 7,100 6579.65 9AOO 6579.83 10AOO 6580.44 14,300
<br />76.1 287+78 6576,50 6583.21 7,100 6583,77 9AOO 6583,94 10,400 6585.01 14,300
<br />76,2 288+85 6577.15 6584.09 7,100 6584.92 9 AOO 6585,51 10AOO 6585.70 14,300
<br />76,35 Midland Avenue Bridge
<br />76,38 289+49 6577.15 6585.80 7,100 6587.08 9AOO 6588.06 10AOO 6590.61 14,300
<br />76,65 292+19 6579.90 6587.09 7,100 6587.82 9AOO 6588.27 10AOO 6591,06 14,300
<br />78 293+59 6581.56 6589,87 7,100 6590.77 9AOO 6591.08 1 0 AOO 6591.58 14,300
<br />80.5 294+49 6582.08 6590,59 7,100 6591 .52 9 AOO 6591.87 10AOO 6592.85 14,300
<br />81 297+09 6587.43 6593,63 6,100 6595,65 8,500 6596,02 9 AOO 6596,88 12,200
<br />82 Emma Bridge
<br />83 297+49 6587.43 6596,21 6,100 6597.68 8,500 6598.00 9AOO 6598.80 12,200
<br />83.6 301+44 6591.70 6598,57 6,100 6599.39 8,500 6599.66 9AOO 6600.40 12,200
<br />85.6 308+24 6599,80 6606,10 6,100 6606,84 8,500 6607,09 9 AOO 6607.82 12,200
<br />86.4 310+45 6602.72 6608.25 6,100 6609,21 8,500 6609.49 9 AOO 6610.27 12,200
<br />86.5 315+07 6605.85 6614.18 6,100 6615,12 8,500 6615,47 9AOO 6616.28 12,200
<br />88.5 319+97 6611,32 6619.81 6,100 6620,39 8,500 6620,54 9,400 6621,06 12,200
<br />88.6 323+82 6616.33 6624,30 6,100 6625,15 8,500 6625.45 9 AOO 6626.33 12,200
<br />90 326+72 6630.00 6632.61 6,100 6633,23 8,500 6633.45 9AOO 6634.20 12,200
<br />92 Bridge Upper Basalt Bypass Bridge
<br />94 327+36 6630,00 6634.33 6,100 6635.75 8,500 6636.27 9 AOO 6638.56 12,200
<br />96 332+59 6629.90 6636,35 6,100 6637.36 8,500 6637,75 9AOO 6638,90 12,200
<br />98 339+10 6641 .49 6646.47 6,100 6647,05 8,500 6647,21 9AOO 6647,73 12,200
<br />100 347+20 6648.00 6655,18 6,100 6656.13 8,500 6656,46 9AOO 6657.41 12,200
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